269
Views
1
CrossRef citations to date
0
Altmetric
Articles

Cyclic simple shear behaviour of saturated and moist sandy soils

&
Pages 1762-1785 | Received 13 Apr 2020, Accepted 27 Aug 2021, Published online: 13 Sep 2021

References

  • Carraro, J.A.H., Bandini, P., and Salgado, R., 2003. Liquefaction resistance of clean and nonplastic silty sands based on cone penetration resistance. Journal of Geotechnical and Geoenvironmental Engineering, 129 (11), 965–976. doi:10.1061/(ASCE)1090-0241(2003)129:11(965)
  • Choo, H. and Burns, S.E., 2014. Effect of overconsolidation ratio on dynamic properties of binary mixtures of silica particles. Soil Dynamics and Earthquake Engineering, 60, 44–50. doi:10.1016/j.soildyn.2014.01.015
  • Dash, H.K. and Sitharam, T.G., 2016. Effect of frequency of cyclic loading on liquefaction and dynamic properties of saturated sand. International Journal of Geotechnical Engineering, 10 (5), 487–492. doi:10.1080/19386362.2016.1171951
  • Duku, P.M., et al., 2008. Volumetric strains of clean sands subject to cyclic loads. Journal of Geotechnical and Geoenvironmental Engineering, 134 (8), 1073–1085. doi:10.1061/(ASCE)1090-0241(2008)134:8(1073)
  • Dyvik, R., et al., 1987. Comparison of truly undrained and constant volume direct simple shear tests. Geotechnique, 37 (1), 3–10. doi:10.1680/geot.1987.37.1.3
  • Eseller-Bayat, E.E., et al., 2017. The coupled influence of relative density, CSR, plasticity and content of fines on cyclic liquefaction resistance of sands. Journal of Earthquake Engineering, 23 (6), 909–929. doi:10.1080/13632469.2017.1342297
  • Finn, W.D., Pickering, D.J., and Bransby, P.L., 1971. Sand liquefaction in triaxial and simple shear tests. Journal of Soil Mechanics and Foundations Division, ASCE, 97 (4), 639–659. doi:10.1061/JSFEAQ.0001579
  • Finn, W.D.L. and Byrne, P.M., 1976. Estimating settlements in dry sands during earthquakes. Canadian Geotechnical Journal, 13 (4), 355–363. doi:10.1139/t76-037
  • Finn, W.D.L., Emery, J.J., and Gupta, Y.P., 1970. A shaking table study of the liquefaction of saturated sands during earthquakes. Civil Engineering Department, University of British Columbia, Vancouver, Canada.
  • Gratchev, I.B., et al., 2006. The liquefaction of clayey soils under cyclic loading. Engineering Geology, 86 (1), 70–84. doi:10.1016/j.enggeo.2006.04.006
  • Hussain, M. and Sachan, A., 2019a. Dynamic characteristics of natural Kutch sandy soils. Soil Dynamics and Earthquake Engineering, 125, 105717. doi:10.1016/j.soildyn.2019.105717
  • Hussain, M. and Sachan, A., 2019b. Static liquefaction and effective stress path response of Kutch soils. Soils and Foundations, 59 (6), 2036–2055. doi:10.1016/j.sandf.2019.11.004
  • Hussain, M. and Sachan, A. (2020) Dynamic behaviour of Kutch soils under cyclic triaxial and cyclic simple shear testing conditions, International Journal of Geotechnical Engineering, Taylor & Francis, Vol. 14, No. 8, pp. 902–918.
  • Idriss, I.M. and Boulanger, R.W., 2008. Soil liquefaction during earthquakes. Oakland, CA, USA: Earthquake Engineering Research Institute.
  • Idriss, I.M., Dobry, R., and Sing, R.D., 1978. Nonlinear behaviour of soft clays during cyclic loading. Journal of Geotechnical and Geoenvironmental Engineering, 104, 1427–1447.
  • Ishihara, K., 1993. Liquefaction and flow failure during earthquakes. Geotechnique, 43 (3), 351–451. doi:10.1680/geot.1993.43.3.351
  • Ishihara, K., 1996. Soil behaviour in earthquake geotechnics. Oxford, U.K: Clarendon Press.
  • Ishihara, K. and Takatsu, H., 1979. Effects of overconsolidation and K0 conditions on the liquefaction characteristics of sands. Soils and Foundations, 19 (4), 59–68. doi:10.3208/sandf1972.19.4_59
  • Ishihara, K. and Yamazaki, F., 1980. Cyclic simple shear tests on saturated sand in multi-directional loading. Soils and Foundations, 20 (1), 45–59. doi:10.3208/sandf1972.20.45
  • Kiku, H. and Yoshida, N. 2000. Dynamic deformation property tests at large strains. 12th World Conference on Earthquake Engineering, Auckland, New Zealand.
  • Kokusho, T., 1980. Cyclic triaxial test of dynamic soil properties for wide strain range. Soils and Foundations, 20 (2), 45–60. doi:10.3208/sandf1972.20.2_45
  • Kramer, S.L., 1996. Geotechnical earthquake engineering. Prentice–Hall international series in civil engineering and engineering mechanics. New Jersey: Prentice-Hall.
  • Lee, W.F., Ishihara, K., and Chen, -C.-C. 2012. Liquefaction of silty sand—preliminary studies from recent Taiwan, New Zealand and Japan earthquakes. Proceedings of International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake, Japan Association for Earthquake Engineering, Tokyo.
  • Monkul, M.M., et al., 2015. Estimation of liquefaction potential from dry and saturated sandy soils under drained constant volume cyclic simple shear loading. Soil Dynamics and Earthquake Engineering, 75, 27–36. doi:10.1016/j.soildyn.2015.03.019
  • Papadopoulou, A. and Tika, T., 2008. The effect of fines on critical state and liquefaction resistance characteristics of non-plastic silty sands. Soils and Foundations, 48 (5), 713–725. doi:10.3208/sandf.48.713
  • Papadopoulou, A.I. and Tika, T.M., 2016. The effect of fines plasticity on monotonic undrained shear strength and liquefaction resistance of sands. Soil Dynamics and Earthquake Engineering, 88, 191–206. doi:10.1016/j.soildyn.2016.04.015
  • Park, S.S. and Kim, Y.S., 2013. Liquefaction resistance of sands containing plastic fines with different plasticity. Journal of Geotechnical and Geoenvironmental Engineering, 139 (5), 825–830. doi:10.1061/(ASCE)GT.1943-5606.0000806
  • Peacock, W.H. and Seed, H.B., 1968. Sand liquefaction under cyclic loading simple shear conditions. Journal of the Soil Mechanics and Foundations Division, ASCE, 94 (SM3), 689–708. doi:10.1061/JSFEAQ.0001135
  • Polito, C.P. and Martin, J.R., II, 2001. Effects of nonplastic fines on the liquefaction resistance of sands. Journal of Geotechnical and Geoenvironmental Engineering, 127 (5), 408–415. doi:10.1061/(ASCE)1090-0241(2001)127:5(408)
  • Pradel, D., 1998. Procedure to evaluate earthquake-induced settlements in dry sandy soils. Journal of Geotechnical and Geoenvironmental Engineering, 124 (4), 364–368. doi:10.1061/(ASCE)1090-0241(1998)124:4(364)
  • Pyke, R.M., Seed, H.B., and Chan, C.K., 1975. Settlement of sands under multi-directional loading. Journal of Geotechnical Engineering Division, ASCE, 101 (4), 379–398. doi:10.1061/AJGEB6.0000162
  • Rajendran, C.P. and Rajendran, K., 2001. Characteristics of deformation and past seismicity associated with the 1819 Kutch earthquake, northwestern India. Bulletin of the Seismological Society of America, 91 (3), 407–426. doi:10.1785/0119990162
  • Ravishankar, B.V., Sitharam, T.G., and Govindaraju, L. 2005. Dynamic properties of Ahmedabad sands at large strains. Indian Geotechnical Conference-2005, Ahmedabad, India, 369–372.
  • Sawada, S., Tsukamoto, Y., and Ishihara, K., 2006. Residual deformation characteristics of partially saturated sandy soils subjected to seismic excitation. Soil Dynamics and Earthquake Engineering, 26 (2–4), 175–182. doi:10.1016/j.soildyn.2004.11.024
  • Seed, B. and Lee, K.L., 1966. Liquefaction of saturated sands during cyclic loading. Journal of the Soil Mechanics and Foundations Division, ASCE, 92 (SM6), 105–134. doi:10.1061/JSFEAQ.0000913
  • Seed, H.B., 1969. The influence of local soil conditions on earthquake damage. Proceedings of Soil Dynamics Specialty Session, 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City, 33, 66.
  • Seed, H.B., et al., 1986. Moduli and damping factors for dynamic analyses of cohesionless soils. Journal of Geotechnical Engineering, 112 (11), 1016–1032. doi:10.1061/(ASCE)0733-9410(1986)112:11(1016)
  • Seed, H.B. and Silver, M.L., 1972. Settlement of dry sands during earthquakes. Journal of Soil Mechanics and Foundations Division, ASCE, 98 (SM4), 381–397. doi:10.1061/JSFEAQ.0001745
  • Shamoto, Y. and Zhang, J.-M., 1998. Evaluation of seismic settlement potential of saturated sandy ground based on concept of relative compression, special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake, No. 2. Soils and Foundations, Japanese Geotechnical Society, 38 (Special), 57–68. doi:10.3208/sandf.38.Special_57
  • Silver, M.L. and Seed, H.B., 1971. Volume changes in sands during cyclic loading. Journal of Soil Mechanics and Foundations Division, ASCE, 97 (9), 1171–1182. doi:10.1061/JSFEAQ.0001658
  • Sitharam, T.G., Govindaraju, L., and Murthy, B.S., 2004. Evaluation of liquefaction potential and dynamic properties of silty sand using cyclic triaxial testing. Geotechnical Testing Journal, 27 (5), 423–429.
  • Stewart, J.P., et al., 2001. Seismic performance of hillside fills. Journal of Geotechnical and Geoenvironmental Engineering, 127 (11), 905–919. doi:10.1061/(ASCE)1090-0241(2001)127:11(905)
  • Tatsuoka, F., et al., 1986. Some factors affecting cyclic undrained triaxial strength of sand. Soils and Foundations, 26 (3), 99–116. doi:10.3208/sandf1972.26.3_99
  • Tatsuoka, F., et al., 1988. Liquefaction strength of sands subjected to sustained pressure. Soils and Foundations, 28 (1), 119–131. doi:10.3208/sandf1972.28.119
  • Thevanayagam, S., et al., 2002. Undrained fragility of clean sands, silty sands, and sandy silts. Journal of Geotechnical and Geoenvironmental Engineering, 128 (10), 849–859. doi:10.1061/(ASCE)1090-0241(2002)128:10(849)
  • Tokimatsu, K., 2001. Effects of pore water redistribution on post-liquefaction deformation of sands. Proceedings of the 15th International Conference on Soil Mechanics and Geotechnical Engineering, 1, 289–292.
  • Tokimatsu, K. and Seed, H.B., 1987. Evaluation of settlements in sands due to earthquake shaking. Journal of Geotechnical Engineering, 113 (8), 861–878. doi:10.1061/(ASCE)0733-9410(1987)113:8(861)
  • Tokimatsu, K. and Yoshimi, Y. 1984. Criteria of soil liquefaction with SPT and fines content. 8th World Conference on Earthquake Engineering, San Francisco.
  • Tuttle, M.P., et al., 2002. Observations and comparisons of liquefaction features and related effects induced by the Bhuj earthquake. Earthquake Spectra, 18 (SupplementA), 79–100.
  • Whang, D.H., et al., 2005. Seismic compression behavior of non-plastic silty sands. Advanced Experimental Unsaturated Soil Mechanics EXPERUS, 2005, 257–263.
  • Youd, T.L., 1972. Compaction of sands by repeated straining. Journal of Soil Mechanics and Foundations Division, ASCE, 98 (SM7), 709–725. doi:10.1061/JSFEAQ.0001762
  • Zeybek, A. and Madabhushi, S.P.G., 2019. Simplified procedure for prediction of earthquake-induced settlements in partially saturated soils. Journal of Geotechnical and Geoenvironmental Engineering, 145 (11), 04019100. doi:10.1061/(ASCE)GT.1943-5606.0002173

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.